Documents

site plan 6 pages

Also attached to this agenda item: 155 Grand Planning Narrative Exterior Finishes 032525 155 Grand Street FINAL Zoning Resolution 3.13.25 PB Application Redacted 2 Planning Board 155 Grand St Residence 2 Project Narrative 155 Grand St Draft 1

& Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-CVER 2024\24012219A\Engineering\Site Plans\C-CVER.dwg\C-100-COVER By: KYLE.SHALLOW R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________ CITY PLANNING COMMISSION _______________________ CHAIRMAN ATTEST: _______________________ _______________________ SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY SITE PLAN BROOK ST COMMERCIAL LLC SECTION: 67.20 BLOCK: 3 LOT: 12 VILLAGE OF CROTON-ON-HUDSON WESTCHESTER COUNTY NEW YORK STATE AS SHOWN 02/04/2025 MAS CPM 24012219A 03/27/25 KAS PER TOWN ENGINEER COMMENTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR PTH NEWBURGH 555 Hudson Valley Avenue Suite 101 New Windsor, NY 12553 845.564.4495 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. Connor Patrick McCorma NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 103756 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 SCALE : 1" = 200' Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) N S E W NORTH COVER SHEET C - 100 GENERAL INFORMATION LOCATION MAP INDEX OF SHEET DESCRIPTION SHT. No. COVER SHEET C - 100 EXISTING CONDITIONS & DEMOLITION PLAN C - 200 DIMENSION PLAN C - 300 GRADING DRAINAGE & UTILITY PLAN C - 400 CONSTRUCTION DETAILS C-500-501 TOTAL SHEETS SOURCE: NEW YORK STATE CLEARING HOUSE PRELIMINARY SITE PLANS FOR 155 GRAND STREET SECTION 67.20, BLOCK 3, LOT 12 VILLAGE OF CROTON-ON-HUDSON WESTCHESTER COUNTY, NEW YORK STATE VILLAGE OF CROTON ON HUDSON ZONING MAP SCALE: 1" = 500' N S E W NORTH PROJECT LOCATION SOURCE: OFFICIAL ZONING MAP OF THE VILLAGE OF CROTON-ON-HUDSON 1. THE SUBJECT PROPERTY IS KNOWN AS SECTION 67.20, BLOCK 3, LOT 12 IN THE VILLAGE OF CROTON ON HUDSON, WESTCHESTER COUNTY, NEW YORK. 2. THE PROPERTY IS LOCATED IN THE RB (TWO-FAMILY RESIDENCE) ZONING DISTRICT. THE TAX LOT CONTAINS A TRACT AREA OF ±5,611 S.F. / 0.13 AC. OWNER/APPLICANT: BROOK ST COMMERCIAL LLC 153 GRAND STREET CROTON-ON-HUDSON, NY 10520 3. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN FROM A PLAN ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY FOR 153 GRAND STREET SECTION 67.20 BLOCK 3 LOTS 12 & 13." PREPARED BY COLLIERS ENGINEERING & DESIGN; DATED JANUARY 14, 2025. 4. THE HORIZONTAL DATUM IS RELATIVE TO NAD83. THE VERTICAL DATUM IS RELATIVE TO N.A.V.D. 1988. 5. NO 100 YEAR FLOOD PLAINS ARE KNOWN TO EXIST ON THE SITE PER THE FLOOD INSURANCE RATE MAPS 36119C0109F DATED 09/28/2007 PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 6. THIS SET OF PLANS IS NOT DEPICTING ENVIRONMENTAL CONDITIONS OR A CERTIFICATION/WARRANTY REGARDING THE PRESENCE OR ABSENCE OF ENVIRONMENTALLY IMPACTED SITE CONDITIONS. COLLIERS ENGINEERING & DESIGN HAS PERFORMED NO EXPLORATORY OR TESTING SERVICES, INTERPRETATIONS, CONCLUSIONS OR OTHER SITE ENVIRONMENTAL SERVICES RELATED TO THE DETERMINATION OF THE POTENTIAL FOR CHEMICAL, TOXIC, RADIOACTIVE OR OTHER TYPE OF CONTAMINANTS AFFECTING THE PROPERTY AND THE UNDERSIGNED PROFESSIONAL IS NOT QUALIFIED TO DETERMINE THE EXISTENCE OF SAME. SHOULD ENVIRONMENTAL CONTAMINATION OR WASTE BE DISCOVERED, THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LAWS AND REGULATIONS. 7. THIS IS A SITE DEVELOPMENT PLAN AND UNLESS SPECIFICALLY NOTED ELSEWHERE HEREON, IS NOT A SURVEY. 8. DO NOT SCALE DRAWINGS AS THEY PERTAIN TO ADJACENT AND SURROUNDING PHYSICAL CONDITIONS, BUILDINGS, STRUCTURES, ETC. THEY ARE SCHEMATIC ONLY, EXCEPT WHERE DIMENSIONS ARE SHOWN THERETO. 9. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES OF MUNICIPAL AND AGENCY REVIEW AND APPROVAL. THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUMENTS UNTIL ALL APPROVALS REQUIRED HAVE BEEN OBTAINED, ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED AND THE DRAWINGS HAVE BEEN STAMPED “ISSUED FOR CONSTRUCTION”. THIS SHALL INCLUDE APPROVAL OF ALL CATALOG CUTS, SHOP DRAWINGS AND/OR DESIGN CALCULATIONS AS REQUIRED BY THE PROJECT OWNER AND/OR MUNICIPAL ENGINEER. 10. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT SAFETY, INCLUDING PROVISION OF ALL APPROPRIATE SAFETY DEVICES AND TRAINING REQUIRED. 11. PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL CALL 811 TO REQUEST A UTILITY MARKOUT. 12. INFORMATION HERON INCORPORATES THE CONTENT IN THE FOLLOWING REPORT A. ARCHITECTURAL PLANS "155 GRAND STREET RESIDENCE (LOT 2)" PROVIDED BY JOSEPH G. THOMPSON ARCHITECT, PLLC DATED FEBRUARY 4, 2025. SITE NOTES 1. BUILDING FOOTPRINT DIMENSIONS SHOWN HEREON ARE APPROXIMATE. FINAL BUILDING FOOTPRINT DIMENSIONS FOR THE BUILDING SHALL BE FURNISHED ON THE INDIVIDUAL ARCHITECTURAL PLANS AT THE TIME OF APPLICATION FOR A BUILDING PERMIT. 2. CURBS SHALL BE DEPRESSED FLUSH WITH PAVEMENT, AND ADA ACCESSIBLE CURB RAMPS INSTALLED WHERE SIDEWALKS AND CROSSWALKS INTERSECT SAME. DETECTABLE WARNINGS SHALL BE INCLUDED ON ADA ACCESSIBLE CURB RAMPS. 3. TRAFFIC SIGNAGE AND STRIPING SHALL CORRESPOND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL WASTE MATERIALS IN ACCORDANCE WITH GOVERNING REGULATIONS AND AGENCIES. 5. REFUSE AND RECYCLABLES SHALL BE STORED WITHIN OUTSIDE SCREENED TRASH ENCLOSURES AS NOTED ON THE PLANS AND PICKED UP BY A PRIVATE WASTE DISPOSAL HAULER. 6. THERE SHALL BE NO ON-SITE BURIAL OF CONSTRUCTION MATERIALS, TREE BRANCHES, STUMPS, OR OTHER DELETERIOUS MATERIALS. 7. MATERIALS, WORKMANSHIP, AND CONSTRUCTION FOR THE SITE IMPROVEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH: A. NEW YORK STATE DEPARTMENT OF TRANSPORTATION “STANDARD SPECIFICATIONS”, 2020; AS SUPPLEMENTED. B. CURRENT PREVAILING MUNICIPAL, COUNTY, AND/OR STATE AGENCY SPECIFICATIONS, STANDARDS, CONDITIONS, AND REQUIREMENTS. C. CURRENT PREVAILING UTILITY COMPANY/AUTHORITY SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. D. CURRENT MANUFACTURER SPECIFICATIONS, STANDARDS, AND REQUIREMENTS. UTILITY NOTES 1. EXISTING UTILITY INFORMATION SHOWN HEREON HAS BEEN COLLECTED FROM VARIOUS SOURCES AND IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION TO HIS SATISFACTION PRIOR TO EXCAVATION. WHERE EXISTING UTILITIES ARE TO BE CROSSED BY PROPOSED CONSTRUCTIONS, TEST PITS SHALL BE DUG BY THE CONTRACTOR PRIOR TO CONSTRUCTION TO ASCERTAIN EXISTING INVERTS, MATERIALS, AND SIZES. TEST PIT INFORMATION SHALL BE GIVEN TO THE ENGINEER PRIOR TO CONSTRUCTION TO PERMIT ADJUSTMENTS AS REQUIRED TO AVOID CONFLICTS. THE CONTRACTOR SHALL NOTIFY THE UNDER SIGNED PROFESSIONAL IMMEDIATELY IF ANY FIELD CONDITIONS ENCOUNTERED DIFFER MATERIALLY FROM THOSE REPRESENTED HEREON. SUCH CONDITIONS COULD RENDER THE DESIGNS HEREON INAPPROPRIATE OR INEFFECTIVE. 2. UTILITY RELOCATIONS SHOWN HEREON, IF ANY, ARE FOR INFORMATIONAL PURPOSES ONLY AND MAY NOT REPRESENT ALL REQUIRED UTILITY RELOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND/OR COORDINATING ALL REQUIRED UTILITY RELOCATIONS IN COOPERATION WITH THE RESPECTIVE UTILITY COMPANY/AUTHORITIES. 3. STORM SEWERS SHALL BE CLASS III (OR HIGHER IF NOTED) REINFORCED CONCRETE PIPE (RCP) WITH "O" RING GASKETS OR INTERNALLY PRELUBRICATED GASKET (TYLOX SUPERSEAL OR EQUIVALENT, ADS N-12 HIGH DENSITY POLYETHYLENE PIPE (HDPE), AS NOTED ON THE PLAN, OR APPROVED EQUAL. PROPER PIPE COVERAGE SHALL BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION. PIPE LENGTHS SHOWN HEREON ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 4. WATER SERVICE TO BE PROVIDED FROM THE EXISTING WATER MAIN LINE WITHIN GRAND STREET, OWNED AND OPERATED BY THE VILLAGE OF CROTON-ON-HUDSON. PROPOSED WATER MAIN AND FIRE HYDRANT LOCATIONS ARE SUBJECT TO MUNICIPAL AND WESTCHESTER COUNTY DEPARTMENT OF HEALTH REVIEW AND APPROVAL. PIPE MATERIALS SHALL BE A 1" TYPE "K" COPPER WATER PIPE AS NOTED ON THE PLANS. WATER SERVICE SHALL BE INSTALLED TO PROVIDE A MINIMUM OF 4.5 FEET OF COVER FROM THE TOP OF PIPE TO THE PROPOSED GRADE. 5. SEWER SERVICE SHALL BE PROVIDED BY MUNICIPAL SEWER WITHIN GRAND STREET. OWNED AND OPERATED BY THE VILLAGE OF CROTON-ON-HUDSON DEPARTMENT OF PUBLIC WORKS. PROPOSED SEWER SERVICE CONNECTION ARE SUBJECT TO MUNICIPAL REVIEW AND APPROVAL. PIPE MATERIALS SHALL BE PVC SDR-35, EXCEPT AS NOTED OTHERWISE ON THE PLANS. EXCEPT WHERE SHALLOWER DEPTHS ARE PERMITTED BY THE MUNICIPALITY OR UTILITY AUTHORITY, SEWER LINES, INCLUDING FORCE MAINS AND LATERALS, SHALL BE INSTALLED TO PROVIDE A MINIMUM 4 FEET OF COVER FROM THE TOP OF PIPE TO PROPOSED GRADE. 6. ALL WATER PIPES SHOULD BE SEPARATED FROM SANITARY SEWER LINES BY A MINIMUM HORIZONTAL DISTANCE OF 10 FEET. IF SUCH HORIZONTAL SEPARATION IS NOT POSSIBLE, THE WATER AND SEWER LINES SHALL BE IN SEPARATE TRENCHES (STEP TRENCHES ARE PROHIBITED) WITH THE TOP OF THE SEWER LINE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN ENCASED IN CONCRETE OR WITH SUCH SEPARATION EXPRESSLY APPROVED BY THE DEPARTMENT OF HEALTH. 7. AT THE CROSSINGS OF ALL SEWER LINES AND WATER MAINS, THE TOP OF THE SEWER LINES SHALL BE AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. IF SUCH VERTICAL SEPARATION IS NOT POSSIBLE, THE WATER LINE SHALL BE ENCASED IN CONCRETE SUBJECT TO THE APPROVAL OF THE PROJECT ENGINEER. 8. GAS, ELECTRIC, LIGHTING, CABLE TELEVISION, AND ELECTRICAL SERVICE PLANS, IF REQUIRED, SHALL BE PREPARED BY THE RESPECTIVE UTILITY COMPANIES THAT SERVICE THE AREA PRIOR TO SITE CONSTRUCTION AND SHALL BE INSTALLED PER ORDINANCE OR LOCAL UTILITY COMPANIES REQUIREMENTS. 9. TELEPHONE, ELECTRIC, AND GAS LINES WILL BE INSTALLED UNDERGROUND. CROSSINGS OF PROPOSED PAVEMENTS WILL BE INSTALLED PRIOR TO THE CONSTRUCTION OF PAVEMENT BASE COURSE. GRAND STREET MT. AIRY ROAD CHURCH STREET RB ZONE RB ZONE C1 ZONE RA-25 ZONE RA-25 ZONE GRAND STREET MT. AIRY ROAD CHURCH STREET SUNSET TRAIL MAPLE STREET OLD POST ROAD BAY VIEW TERRACE ADJACENT PROPERTIES PROJECT LOCATION 153 GRAND ST 165 GRAND ST CROTON FIRE DEPARTMENT SOURCE: GOOGLE EARTH SCALE : 1" = 100' Linear unit of measure: US Survey Foot (1 ft = 1200/3937 m) N S E W NORTH 151 GRAND ST Date: 2025.03.27 13:15:40-04'00' Digitally signed by Connor Patrick McCormack T E R R A C E B A Y V I E W G R A N D S T R E E T LIMIT OF SAW CUT (TYP.) LIMIT OF SAW CUT (TYP.) LIMIT OF SAW CUT (TYP.) BAYVIEW TERRACE PAVEMENT TO BE RELOCATED WITH 18' R.O.W. TREE T.B.R. EXISTING TREE TO BE REPLAED EXISTING TREE T.B.R. STONE WALL TO BE RELOCATED ALONG PROPOSED 18' R.O.W. MAIL BOXES TO BE RELOCATED EXISTING TREE T.B.R. LIMIT OF STONE WALL REPACEMENT LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LIMIT OF EARTH DISTURBANCE: 4,525 SQ. FT. (0.10 ACRES) LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-DEMO 2024\24012219A\Engineering\Site Plans\C-DEMO.dwg\C-200-DEMOLITION By: KYLE.SHALLOW R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________ CITY PLANNING COMMISSION _______________________ CHAIRMAN ATTEST: _______________________ _______________________ SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY SITE PLAN BROOK ST COMMERCIAL LLC SECTION: 67.20 BLOCK: 3 LOT: 12 VILLAGE OF CROTON-ON-HUDSON WESTCHESTER COUNTY NEW YORK STATE AS SHOWN 02/04/2025 MAS CPM 24012219A 03/27/25 KAS PER TOWN ENGINEER COMMENTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR PTH NEWBURGH 555 Hudson Valley Avenue Suite 101 New Windsor, NY 12553 845.564.4495 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. Connor Patrick McCorma NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 103756 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 SCALE : 1" = 10' SELECT LINEAR UNIT OF MEASURE N S E W NORTH SITE DEMOLITION PLAN C - 200 DEMOLITION LEGEND TO BE REMOVED (T.B.R.) TO BE RELOCATED TO REMAIN TO BE DEMOLISHED SAWCUT LINE DEMOLITION NOTES: 1. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR SHALL BE REQUIRED TO CALL THE BOARD OF PUBLIC UTILITIES ONE CALL DAMAGE PROTECTION SYSTEM FOR UTILITY MARK OUT IN ADVANCE OF ANY EXCAVATION. UDIG NY, 811 OR WWW.UDIGNY.ORG. A PRE-DEMOLITION CONFERENCE WILL NEED TO BE ARRANGED WITH UDIG NY AND MUST BE HELD A MINIMUM OF 7 DAYS BEFORE THE START OF ANY DEMOLITION. 2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING SITE IMPROVEMENTS AND UTILITIES. ALL DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER IN WRITING. 3. ALL DEMOLITION DEBRIS TO BE REMOVED BY CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. 4. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS, AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO COLLIERS ENGINEERING & DESIGN IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 5. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING COPIES OF ALL PERMITS AND APPROVALS MUST BE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW (SEE "EROSION AND SEDIMENT CONTROL PLAN," THIS DRAWING SET). B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. C. ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. F. CLEAN THE EXISTING UTILITY STRUCTURES ON-SITE PRIOR TO CONSTRUCTION AND VERIFY THE INVERTS FOR CONNECTION. 6. COLLIERS ENGINEERING & DESIGN IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL THE O.S.H.A. REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 7. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE-DEMOLITION CONDITION. 8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL", AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS-OF-WAY. 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY (AS APPLICABLE). 10. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 11. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL O.S.H.A. AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. 13. DEMOLITION SHALL NOT PROCEED UNTIL THE APPROXIMATE LOCATION OF THE EXISTING UTILITIES ARE MARKED IN THE FIELD AND ALL UTILITY CONNECTIONS ARE SUITABLY SHUT OFF AND DISCONNECTED AND PROPER DEMOLITION PERMITS ARE IN PLACE WITH THE APPROPRIATE JURISDICTION. 14. PROTECT ALL EXISTING UTILITIES TO REMAIN (INCLUDING DRAINAGE STRUCTURES, HYDRANTS, VALVES, SEWER MANHOLES, ETC.) DURING DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY HIMSELF OR SUB-CONTRACTORS. 15. THIS SET OF PLANS IS NOT DEPICTING ENVIRONMENTAL CONDITIONS OR A CERTIFICATION/WARRANTY REGARDING THE PRESENCE OR ABSENCE OF ENVIRONMENTALLY IMPACTED SITE CONDITIONS. COLLIERS ENGINEERING & DESIGN HAS PERFORMED NO EXPLORATORY OR TESTING SERVICE, INTERPRETATIONS, CONCLUSIONS OR OTHER SITE ENVIRONMENTAL SERVICES RELATED TO THE DETERMINATION OF POTENTIAL FOR CHEMICAL, TOXIC, OR RADIOACTIVE OR OTHER TYPE OF CONTAMINANTS AFFECTING THE PROPERTY AND THE UNDERSIGNED PROFESSIONAL IS NOT QUALIFIED TO DETERMINE THE EXISTENCE OF SAME. SHOULD ENVIRONMENTAL CONTAMINATION OR WASTE BE DISCOVERED, THE OWNER AND CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE LAW AND REGULATIONS. REFERENCE NOTE: 1. THE HORIZONTAL DATUM IS RELATIVE TO NAD83. THE VERTICAL DATUM IS RELATIVE TO N.A.V.D. 1988. 2. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN FROM A PLAN ENTITLED "BOUNDARY AND TOPOGRAPHIC SURVEY FOR 153 GRAND STREET SECTION 67.20 BLOCK 3 LOTS 12 & 13." PREPARED BY COLLIERS ENGINEERING & DESIGN; DATED JANUARY 14, 2025. Date: 2025.03.27 13:15:45-04'00' Digitally signed by Connor Patrick McCormack 24' 41.25' 43.25' 12.5' 11.5' 2' PROPOSED 3 STORY SINGLE FAMILY RESIDENCE 1,009 S.F. (GROSS FOOTPRINT) 2,481 S.F. HABITABLE AREA) PORCH DOOR LOCATION (TYP.) OVHD PATIO T E R R A C E B A Y V I E W G R A N D S T R E E T 25 FOOT REAR YARD SETBACK 8 FOOT SIDE YARD SETBACK 12 FOOT SIDE YARD SETBACK PROPOSED DRIVEWAY RETAINING WALL 8' 42.34' 8.18' 8.3' X X X X X X X X X X 5' 5' 10' 18' 7.52 FOOT FRONT YARD SETBACK 2 LOT WIDTH CALCULATION1: REAR OF DWELLING 40.61' LOT WIDTH CALCULATION1: FRONT OF DWELLING 47.97' GRAVEL 3 PARKING SPACES FOR 153 GRAND STREET PROP. RELOCATED MAILBOXES (4) 1 PARKING SPACE IN DRIVEWAY, 1 PARKING SPACE IN GARAGE 18' 9' 18' 9' FC FC CONCRETE SIDEWALK TO BE REPLACED 22.55' 18.33' 8.08' PROPOSED LANDSCAPED AREAS PROPOSED LANDSCAPED AREAS RELOCATED 10" EVERGREEN TREE 5' TALL FENCE PROPOSED FLUSH CURB WINDOW WELL Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-LAYT 2024\24012219A\Engineering\Site Plans\C-LAYT.dwg\C-300-LAYOUT By: KYLE.SHALLOW R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________ CITY PLANNING COMMISSION _______________________ CHAIRMAN ATTEST: _______________________ _______________________ SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY SITE PLAN BROOK ST COMMERCIAL LLC SECTION: 67.20 BLOCK: 3 LOT: 12 VILLAGE OF CROTON-ON-HUDSON WESTCHESTER COUNTY NEW YORK STATE AS SHOWN 02/04/2025 MAS CPM 24012219A 03/27/25 KAS PER TOWN ENGINEER COMMENTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR PTH NEWBURGH 555 Hudson Valley Avenue Suite 101 New Windsor, NY 12553 845.564.4495 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. Connor Patrick McCorma NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 103756 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 LEGEND EXISTING PROPOSED TRAVERSE LINE, CENTER LINE OR BASELINE (LABEL AS SUCH) RIGHT OF WAY LINE PROPERTY LINE EDGE OF PAVEMENT CURB DEPRESSED CURB SIDEWALK FENCES TREELINE ROADWAY SIGNS WETLAND LINE MUNICIPAL BOUNDARY LINE X X 13+00 12+00 BACK FACE HC STALL COUNT ADA ACCESSIBLE STALL DEPRESSED CURB AND ADA RAMP DIRECTION OF TRAFFIC FLOW V SCALE : 1" = 10' SELECT LINEAR UNIT OF MEASURE DIMENSION PLAN C - 300 N S E W NORTH TABLE OF BULK REQUIREMENTS MINIMUM REQUIRED PROPOSED REMARKS LOT AREA (S.F.) 5,000 S.F. 5,611 S.F. OK LOT WIDTH1 (FEET) 50 FEET 44.3 FEET VARIANCE GRANTED BY ZBA 03/13/2025 LOT DEPTH (FEET) 100 FEET 101.63 FEET OK FRONT YARD SETBACK2 (FEET) 7.52 FEET 8.1 FEET OK SIDE YARD SETBACK (ONE, FEET) 8 FEET 8 FEET OK SIDE YARD SETBACK (BOTH, FEET) 20 FEET 16.2 FEET VARIANCE GRANTED BY ZBA 03/13/2025 REAR YARD SETBACK (FEET) 25 FEET 42.34 FEET OK MINIMUM HABITABLE FLOOR AREA PER DWELLING UNIT (S.F.) (TOTAL) 880 S.F. 2,481 S.F. OK OFF-STREET PARKING SPACES PER DWELLING UNIT OK MAXIMUM BUILDING HEIGHT (FEET) 2.5 STORIES 3 STORY VARIANCE GRANTED BY ZBA 03/13/2025 35' < 35' OK BUILDING COVERAGE 40% 36.9% OK FLOOR AREA RATIO 0.6 0.42 OK ZONING DISTRICT: RB ONE-FAMILY RESIDENCE USE: PERMITTED BY RIGHT: ONE-FAMILY DWELLING TAX LOT: SBL: 67.20-3-12 ±5,611 S.F. ±0.13 ACRES OWNER / APPLICANT: BROOK ST COMMERCIAL LLC 153 GRAND STREET CROTON-ON-HUDSON, NY 10520 1. LOT WIDTH: THE AVERAGE DISTANCE BETWEEN SIDE LOT LINES MEASURED ALONG TWO LINES PARALLEL TO A LINE CONNECTING THE END POINTS OF THE FRONT LOT LINE AND DRAWN THROUGH THOSE TWO POINTS OF THE PRINCIPAL BUILDING CLOSEST TO AND FARTHEST FROM THE STREET. LOT WIDTH = ((47.97' + 40.61') / 2) = 44.3' 2. FRONT YARD SETBACK: EXISTING FRONT YARD SETBACK FOR 153 GRAND STREET IS 6.37' EXISTING FRONT YARD SETBACK FOR 165 GRAND STREET IS 8.68' ALLOWABLE FRONT YARD SETBACK PER SECTION 230-40E = ((8.68+6.37) / 2) = 7.52' 3. PARKING SPACES SHOWN TO THE WEST OF THE PROPOSED 3-STORY BUILDING ARE BEING PROVIDED FOR TENANTS AT 153 GRAND STREET. Date: 2025.03.27 13:15:45-04'00' Digitally signed by Connor Patrick McCormack T E R R A C E B A Y V I E W G R A N D S T R E E T DOOR LOCATION (TYP.) OVHD X X X X X X X X X X 18' PROP. RELOCATED MAILBOXES (4) 5' TALL FENCE WINDOW WELL G 133.50 G 129.50 G 128.43 G 137.50 S S S S PROPOSED WATER CONNECTION PROPOSED 2 STORY SINGLE FAMILY RESIDENCE G.F.E. = 129.50 F.F.E. = 139.0 PROPOSED SANITARY CONNECTION PROPOSED 4'' PVC SDR 35 (MIN 2% SLOPE) PROPOSED 1'' TYPE 'K' COPPER WATER SERVICE G 138.65 BW 133.50 TW 134.38 TW 131.45 BW 130.45 W W W W W BW 130.83 TW 134.17 BS 133.50 BS 132.92 BS 132.33 BS 131.75 BS 131.17 G 137.25 G 137.00 G 130.50 OUTLET INV.(OUT): 125.47 (P-3) 55 L.F. 10" HDPE @ 0.98% (P-3) 'Y' INLET S-1 GR: 129.90 INV.(IN): 127.87 (P-6) 'Y' INLET S-2 GR: 134.59 INV.(IN): 132.10 (P-4) INV.(OUT): 128.00 (P-1) C/O S-3 RIM: 129.14 G 131.50 G 137.04 G 137.18 G 137.20 C/O S-6 RIM: 136.87 INV.(OUT): 131.74 (P-5) 8 L.F. 6" HDPE @ 10.00% (P-5) C/O S-7 RIM: 131.51 INV.(IN): 130.97 (P-5) INV.(OUT): 129.46 (P-6) 38 L.F. 6" HDPE @ 4.18% (P-6) 19 L.F. 6" HDPE @ 3.37% (P-2) 32 L.F. 6" HDPE @ 4.20% (P-1) 13 L.F. 6" HDPE @ 16.26% (P-4) C/O S-5 RIM: 136.82 INV.(OUT): 134.25 (P-4) CONNECT TO EXISTING CATCH BASIN INV. 124.90 STORMTECH SUBSURFACE INFILTRATORS G 129.42 ROOF LEADER DOWNSPOUT CONNECTION (TYP.) WATER VALVE (TYP.) PROPOSED SERVICE CONNECTION CONNECT TO EXISTING 8" SANITARY MAIN. (INVERT TO BE CONFIRMED) & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-GRAD 2024\24012219A\Engineering\Site Plans\C-GRAD.dwg\C-400-GRADING By: KYLE.SHALLOW R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________ CITY PLANNING COMMISSION _______________________ CHAIRMAN ATTEST: _______________________ _______________________ SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY SITE PLAN BROOK ST COMMERCIAL LLC SECTION: 67.20 BLOCK: 3 LOT: 12 VILLAGE OF CROTON-ON-HUDSON WESTCHESTER COUNTY NEW YORK STATE AS SHOWN 02/04/2025 MAS CPM 24012219A 03/27/25 KAS PER TOWN ENGINEER COMMENTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR PTH NEWBURGH 555 Hudson Valley Avenue Suite 101 New Windsor, NY 12553 845.564.4495 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. Connor Patrick McCorma NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 103756 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 LEGEND EXISTING PROPOSED TRAVERSE LINE, CENTER LINE OR BASELINE (LABEL AS SUCH) RIGHT OF WAY LINE PROPERTY LINE EDGE OF PAVEMENT CURB DEPRESSED CURB SIDEWALK FENCES TREELINE ROADWAY SIGNS WETLAND LINE MUNICIPAL BOUNDARY LINE X X 13+00 12+00 BACK FACE S D G 29.0 TC 29.0 BC 29.0 TDC 29.0 STORM MANHOLE SANITARY MANHOLE FLARED END SECTION HEADWALL HYDRANT POLE MOUNTED LIGHT CONTOURS SPOT ELEVATION DIRECTION OF OVERLAND FLOW TOP OF CURB ELEVATION BOTTOM OF CURB ELEVATION TOP OF DEPRESSED CURB ELEVATION H Y D TYPE '9' INLET TYPE 'C', 'D', 'E' INLET SCALE : 1" = 10' SELECT LINEAR UNIT OF MEASURE GRADING, DRAINAGE & UTILITY PLAN C - 400 N S E W NORTH Date: 2025.03.27 13:15:46-04'00' Digitally signed by Connor Patrick McCormack Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-DTLS 2024\24012219A\Engineering\Site Plans\C-DTLS.dwg\C-501-DETAILS By: KYLE.SHALLOW R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________ CITY PLANNING COMMISSION _______________________ CHAIRMAN ATTEST: _______________________ _______________________ SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY SITE PLAN BROOK ST COMMERCIAL LLC SECTION: 67.20 BLOCK: 3 LOT: 12 VILLAGE OF CROTON-ON-HUDSON WESTCHESTER COUNTY NEW YORK STATE AS SHOWN 02/04/2025 MAS CPM 24012219A 03/27/25 KAS PER TOWN ENGINEER COMMENTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR PTH NEWBURGH 555 Hudson Valley Avenue Suite 101 New Windsor, NY 12553 845.564.4495 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. Connor Patrick McCorma NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 103756 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 CONSTRUCTION DETAILS C-500 4,000 PSI (MIN.) CONCRETE ASPHALT PAVEMENT COMPACTED SUBGRADE 1/2" R 1 1 4" R 8" 6" 1" 20" OR 18" 6" NOTES: 1. PREFORMED BITUMINOUS FIBER EXPANSION JOINTS, 1/2" THICK AT 20' MAX. INTERVALS ALONG THE CURB. PROVIDE CONTROL JOINTS @ 10 FEET MAX. BETWEEN EXPANSION JOINTS. 4" BASE COURSE, 3/4" CRUSHED STONE CONCRETE CURB (ASPHALT PAVEMENT) DETAIL NOT TO SCALE 07/01/19 MCNY-SITE-CURB-1000 X 4,000 PSI (MIN.) GUTTER GRADE SECTION A-A GRADE A A 18" 1" MIN. 1-1/2" MAX. NOTES: 1. DEPRESSED VERTICAL CURB AT DRIVEWAY AND RAMP AREAS SHALL BE FULL DEPTH OF 18". 18" 18" MIN. 6" 1" MIN. 1-1/2" MAX. 18" MAX. 18" MAX. DRIVEWAY OPENING VARIES 12" PREFORMED BITUMINOUS JOINT 6 x 6 - W10 x W10 WELDED WIRE MESH 6" THICK CONCRETE DRIVEWAY APRON EXPANSION JOINT 6" THICK CONCRETE SIDEWALK VARIES SIDEWALK 1/2" PREFORMED EXPANSION JOINT FILLER HOT POURED RUBBER-ASPHALT JOINT SEALER CONCRETE CURB 12" DEPRESSED CONCRETE CURB AT DRIVEWAY DETAIL NOT TO SCALE 07/01/19 MCNY-SITE-CURB-1700 X ASPHALT JOINT SEALER TRANSITION CURB PAVEMENT SURFACE 6" 2" 1/2" PREFORMED BITUMINOUS JOINT FILLER PER AASHO M-33 10' CURB TAPER DETAIL NOT TO SCALE 07/01/19 MCNY-SITE-CURB-1900 X COMPACTED SUBGRADE 1.5" THICK HMA TYPE F1 TOP COURSE 3" THICK HMA TYPE F9 BINDER COURSE 6" THICK TYPE1 SUBBASE COURSE NOTES: 1. PAVEMENT TYPES TO BE IN ACCORDANCE WITH CURRENT NYSDOT STANDARDS AND SPECIFICATIONS. STANDARD ASPHALT PAVEMENT DETAIL NOT TO SCALE 07/01/19 MCNY-SITE-PVMT-1000 X BITUMINOUS DRIVEWAY DEPRESSED CURB 18" TAPER 18" TAPER EXPANSION JOINTS (TYPICAL) CONCRETE SIDEWALK 6" CONCRETE DRIVEWAY APRON & SIDEWALK WITH 6 x 6 - W10 x W10 WELDED WIRE MESH, 4,000 PSI (MIN.) CONCRETE CONCRETE CURB VARIES VARIES CONCRETE DRIVEWAY APRON DETAIL NOT TO SCALE 07/01/19 MCNY-SITE-PVMT-1400 X 4" 3" FOR 6" THICK CONCRETE 4" FOR 8" THICK CONCRETE 1" MAX. CONTROL JOINT 1/2" DEEP x 1/4" WIDE 1/2" WIDE EXPANSION JOINT 20' O.C. MAX.TO 1/2" RECESSED 6 x 6 - W1.4 x W1.4 (10 GA.) WIRE MESH FABRIC 4,000 PSI (MIN.) CONCRETE LIGHT BROOM FINISH COMPACTED SUBBASE 3/4" CRUSHED STONE 6" OR 8" CONCRETE PAVEMENT DETAIL NOT TO SCALE MCNY-SITE-PVMT-1500 07/01/19 X VARIES VARIES CONTROL JOINT JOINT SEALANT @ 1" MAXIMUM WIDTH SAW CUT CONTROL JOINT CONCRETE PAVING COMPACTED SUBGRADE JOINT SEALANT @ 1" MAX. WIDTH CONSTRUCTION/ EXPANSION JOINT CONCRETE PAVING SUBBASE SMOOTH DOWELS @ 2'-0" O.C. ONE SIDE IN GREASED SLEEVE COMPACTED SUBGRADE SUBBASE EXPANSION JOINT CONCRETE PAVING JOINTS DETAIL NOT TO SCALE 07/01/19 MCNY-SITE-PVMT-1700 X W PLAN A A B B SEE PLAN SECTION A-A SECTION B-B CURB 4,000 PSI (MIN.) CONCRETE LIGHT BROOM FINISH BROOM FINISH 4" 4,000 PSI (MIN.) CONCRETE WIDTH VARIES : REFER TO SITE PLAN VARIES EXPANSION JOINTS @ 20' ON CENTER GRASS STRIP 12" DEEP CONTROL JOINT @ 5' 4" OF COMPACTED 3/4" STONE 6 x 6 - W1.4 x W1.4 (10 GA.) WIRE MESH FABRIC 4" 2% MAX. SLOPE 6 x 6 - W1.4 x W1.4 (10 GA.) WIRE MESH FABRIC 4" OF COMPACTED 3/4" STONE NOTES: 1. A PREFORMED, BITUMINOUS EXPANSION JOINT 1/2" THICK, 4" WIDE AND EXTENDING THE FULL WIDTH OF THE SIDEWALK (UNBROKEN) SHALL BE INSTALLED. 2. ½” DEEP CONTROL JOINTS INSTALLED AT AN INTERVAL OF EVERY 5'. 3. JOINT FILLER SHALL CONFORM TO AASHTO M-33. SURFACE OF CONCRETE SHALL BE BROOM FINISH. ROUND EDGES USING AN EDGING TOOL WITH A 1/4" RADIUS. 4. CONCRETE SIDEWALK SHALL BE CONSTRUCTED PER THE LATEST ADA REQUIREMENTS. FIRM, COMPACTED, UNYIELDING SUBGRADE. REINFORCED CONCRETE SIDEWALK (NEXT TO GRASS) DETAIL NOT TO SCALE MCNY-SITE-PVMT-1801 07/01/19 X EXISTING PAVEMENT EXISTING PAVEMENT NEW PAVEMENT 4" WIDE SEALER IN JOINT ALL AROUND PATCH EXISTING SUBGRADE STRAIGHT SAW CUT TO REMOVE EXISTING SURFACE COURSE (TYP.) EXCAVATION SELECT BACKFILL COMPACTED IN 6" LIFTS NEW PAVEMENT SHALL EXTEND 6"± BEYOND LIMIT OF TRENCH NOTCH SHALL EXTEND 6"± INTO SURFACE COURSE OF EXISTING PAVEMENT (1-2" THICK) SEE PAVEMENT SECTION DETAIL PAVEMENT OPENING REPAIR DETAIL NOT TO SCALE 07/01/19 MCNY-SITE-PVMT-1900 X NOTES: 1. MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH LATEST EDITION OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION (N.Y.S.D.O.T.) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MATERIALS. 2. SEE PLAN FOR SITE SPECIFIC CROSS SLOPES. SEE PLAN FOR SLOPES CONCRETE SIDEWALK AT BUILDING 12" BITUMINOUS EXPANSION JOINT SEE PAVEMENT DETAIL REINFORCEMENT PER SIDEWALK DETAIL 24" 6" 1'-2" 4" CONCRETE/PAVEMENT TRANSITION DETAIL NOT TO SCALE 07/01/19 MCNY-SITE-PVMT-2000 X WIDTH VARIES (SEE PLAN) 2" NYSDOT ITEM 4 6" THICK TYPE 1 SUBBASE COURSE FIRM, COMPACTED, UNYIELDING SUBBASE GRAVEL DRIVEWAY PAVEMENT DETAIL NOT TO SCALE 07/01/19 MCNY-SITE-PVMT-2200 X DESIGN HEIGHT MAX. 4 FT. 8" 1" - 1 1/4" RETAINED SOIL FOUNDATION SOIL UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD FINISHED GRADE TYPICAL WALL UNIT TYPICAL CAP UNIT 4' HIGH FENCING (SEE NOTE 4) 8" MIN.LOW PERMEABLE SOIL PROPOSED SWALE BEHIND WALL UNIT DRAINAGE FILL (3/4" CRUSHED ROCK OR STONE) APPROXIMATE LIMITS OF EXCAVATION 4" PERFORATED PVC DRAINAGE TILE TYPICAL GRAVITY WALL SECTION (MAXIMUM 4FT. DESIGN HEIGHT) DETAIL NOT TO SCALE NOTES: 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION FOR MUNICIPAL AND/OR AGENCY APPROVALS AND IS NOT INTENDED TO BE USED FOR CONSTRUCTION. 2. CONTRACTOR TO PROVIDE SITE-SPECIFIC SHOP DRAWINGS AND STRUCTURAL DESIGN CALCULATIONS FOR EACH RETAINING WALL PREPARED BY A STATE LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 3. MODULAR CONCRETE BLOCK WALL TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4. A SAFETY BARRIER (FENCING) IS REQUIRED ON ALL WALLS WHERE THE WALL HEIGHT EXCEEDS 30". PLACEMENT AND INSTALLATION METHOD OF THE PROPOSED FENCING TO BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. X 10/01/19 MCCM-SITE-WALL-1000 Date: 2025.03.27 13:15:46-04'00' Digitally signed by Connor Patrick McCormack Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, Engineering & Design Architecture, Landscape Architecture, Surveying, CT P.C. & Design, UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY OR ENGINEERING MAP BEARING A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY MAPS WITH THE LAND SURVEYOR OR PROFESSIONAL ENGINEER'S SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE LAND SURVEYOR OR PROFESSIONAL ENGINEER’S ORIGINAL WORK AND OPINION. REV DATE DRAWN BY DESCRIPTION SHEET NUMBER: SCALE: PROJECT NUMBER: DATE: DRAWING NAME: CHECKED BY: SHEET TITLE: PROTECT YOURSELF Copyright © 2025. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design. ALL STATES REQUIRE NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN ANY STATE FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: WWW.CALL811.COM C-DTLS 2024\24012219A\Engineering\Site Plans\C-DTLS.dwg\C-502-DETAILS By: KYLE.SHALLOW R REVIEWED BY: NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. CITY OF PITTSBURGH DEPARTMENT OF CITY PLANNING APPROVED: _______________________ CITY PLANNING COMMISSION _______________________ CHAIRMAN ATTEST: _______________________ _______________________ SECRETARY Phone: www.colliersengineering.com C O N S U L T I N G ENGINEERS + SURVEYING PRELIMINARY SITE PLAN BROOK ST COMMERCIAL LLC SECTION: 67.20 BLOCK: 3 LOT: 12 VILLAGE OF CROTON-ON-HUDSON WESTCHESTER COUNTY NEW YORK STATE AS SHOWN 02/04/2025 MAS CPM 24012219A 03/27/25 KAS PER TOWN ENGINEER COMMENTS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOR PTH NEWBURGH 555 Hudson Valley Avenue Suite 101 New Windsor, NY 12553 845.564.4495 COLLIERS ENGINEERING & DESIGN, ARCHITECTURE, LANDSCAPE ARCHITECTURE, SURVEYING CT, P.C. Connor Patrick McCorma NEW YORK LICENSED PROFESSIONAL ENGINEER LICENSE NUMBER: 103756 COLLIERS ENGINEERING & DESIGN CT, P.C. N.Y. C.O.A #: 0017609 CONSTRUCTION DETAILS C-501 GRASS AREA PAVED AREA NOTES 1. ALL PVC CLEANOUTS TO HAVE CAST IRON FRAME AND COVER PROTECTION BOX. DESIGN FOR H20 LOADING. CAST IRON CLEANOUT BOX SET FLUSH WITH FINISHED GRADE (LABEL SEWER) PAVEMENT SECTION (SEE DETAIL) 1/2" MIN. NON-SHRINK GROUT PRECAST CONCRETE RING 24" O.D., 8" I.D. 3/4" CRUSHED STONE 4" PVC CLEANOUT RISER TOP SOIL FINISHED GRADE 18"x18"x4" SQUARE CONCRETE MARKER 6" MIN. 2" MIN. 2" 2" 8" 4" MIN. CLEANOUT PROTECTION BOX DETAIL NOT TO SCALE X 07/01/19 MCNY-UTIL-SSWR-1600 PAVEMENT 2" CLEAR AROUND PIPE 3'-0" MIN. 4" 45° ELBOW 4" WYE BRANCH 45° BEND SEWER MAIN SECTION A-A CURB FACE PLUG PROPERTY LINE 1'-0" 10' OR AS REQUIRED 18" X 18" X 6" CONCRETE PAD WYE BRANCH 45° BEND SEWER MAIN FLOW PLAN A APPROVED PVC & CIP ADAPTER IF REQUIRED 4" PVC SDR-35 OR 4" CAST IRON PIPE A CIP OR PVC CLEANOUT WITH BRASS CAP 18" X 18" X 6" CONCRETE MARKER PAD SLOPE: 1/4" PER 1'-0" MINIMUM 8" MINIMUM PVC SCR-35 GRAVITY SEWER PIPE COMPACTED FILL SEE TYPICAL PIPE BEDDING DETAIL UNDISTURBED SOIL SANITARY SEWER LATERAL & CLEANOUT DETAIL NOT TO SCALE 07/01/19 MCNY-UTIL-SSWR-1601 X HORIZONTAL SEPARATION VERTICAL SEPARATION SANITARY SEWER MAIN/LATERAL OR STORM DRAIN WATER MAIN OR LATERAL SANITARY SEWER MAIN/LATERAL OR STORM DRAIN WATER MAIN/LATERAL NOTE : 1. NO DEVIATION IN THE SEPARATION REQUIREMENTS WILL BE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE DEPARTMENT OF HEALTH 10'-0" MIN. 10'-0" MIN. EQUAL EQUAL FULL UNCUT LENGTH OF PIPE 1'-6" MIN. 1'-6" MIN. HORIZONTAL SEPARATION VERTICAL SEPARATION SANITARY SEWER MAIN/LATERAL OR STORM DRAIN WATER MAIN OR LATERAL SANITARY SEWER MAIN/LATERAL OR STORM DRAIN WATER MAIN/LATERAL NOTE : 1. NO DEVIATION IN THE SEPARATION REQUIREMENTS WILL BE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE DEPARTMENT OF HEALTH 10'-0" MIN. 10'-0" MIN. EQUAL EQUAL FULL UNCUT LENGTH OF PIPE 1'-6" MIN. 1'-6" MIN. SANITARY/STORM SEWER-WATER MAIN SEPARATION DETAIL NOT TO SCALE 07/01/19 MCNY-UTIL-SSWR-2400 X NOTES: 1. ALL PVC GRAVITY PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321. 2. GRAVITY SANITARY PIPE SHALL BE PVC SDR 35 PER ASTM D3034 OR AS REQUIRED BY THE GOVERNING AUTHORITY. d FINAL BACKFILL COMPACTED SUITABLE BACKFILL 3/4" CRUSHED STONE BEDDING UNDISTURBED EARTH OR COMPACTED SUBGRADE SPRINGLINE 6"~12" D MIN. TRENCH WIDTH O.D. + 1 FT d = 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE PVC PIPE INITIAL BACKFILL GRADE 4' MIN. PVC SANITARY PIPE BEDDING (GRAVITY) DETAIL NOT TO SCALE 07/01/19 MCNY-UTIL-SSWR-2803 X NOTE: 1" SERVICES ON DUCTILE IRON PIPE REQUIRE DIRECT TAP. 45° GRADE GROUND KEY CURB STOP SIDEWALK CURB BOX PER LOCAL REQUIREMENT VALVE BOX (SEE PLAN FOR LOCATION) 4,000 PSI CONCRETE BLOCK GOOSE NECK BEND MUELLER BRONZE SERVICE SADDLE FOR PVC: MUELLER # H-13000 FOR DIP: MUELLER # BR2B MUELLER CORP. TYPE # H15008 OR APPROVED EQUAL 1" TYPE K COPPER TUBING SERVICE LINE (MIN.) SEE PLAN FOR SIZE WATER MAIN 3/4" STONE 4' MIN. 6" 3" 2' (TYP.) COPPER TAIL PIECE SIZE OF SERVICE HOUSE WATER SERVICE CONNECTION DETAIL NOT TO SCALE 07/01/19 MCNY-UTIL-WATR-1100 X ONE FULL LENGTH OF WATER MAIN CENTERED ABOVE SEWER LINE 4' MIN. (SEE NOTE #1) 18" MIN. NOTES: 1. WATER MAIN MAY CROSS ABOVE OBSTRUCTION IF 4' MINIMUM COVER IS MAINTAINED ABOVE THE WATER MAIN TO FINISH GRADE AND 18" MINIMUM VERTICAL SEPARATION IS OBTAINED. MID-POINT OF WATER MAIN STORM OR SANITARY SEWER GRADE WATER CROSSING OVER SEWER DETAIL NOT TO SCALE X 07/01/19 MCNY-UTIL-WATR-1301 4' MIN. NOTES: 1. VALVE BOX SHOULD HAVE EXTENSION IF WATER MAIN OR SERVICE IS PLACED DEEPER THAN 5 FEET. 2. CURB STOP VALVE BOX SHALL BE MUELLER EXTENSION TYPE WITH ARCH PATTERN BASE, OR APPROVED EQUAL. 3. WATER MAIN VALVE BOX SHALL BE SCREW TYPE ADJUSTABLE MODE, FIGURE # 4905-22 AS MANUFACTURED BY BINGHAM & TAYLOR OR APPROVED EQUAL. IF VALVE BOX IS NOT IN PAVEMENT, PROVIDE 18" SQUARE 4,000 PSI CONCRETE COLLAR 6" DEEP, AROUND THE VALVE BOX CAST-IN WORD "WATER" GRADE FITTINGS AS REQUIRED CAST IRON VALVE BOX CURB STOP VALVE OR WATER MAIN GATE VALVE WITH RESILIENT SEAT SUPPORT BOX WITH MINIMUM OF THREE COURSES OF BRICK WATER MAIN / WATER SERVICE (SEE PLAN FOR DETAILS) 4,000 PSI CONCRETE BEARING PAD TO BE USED WITH PVC PIPE SUPPORTED ON UNDISTURBED EARTH COMPACTED BACKFILL TO NATURAL GROUND MORTAR COMPACTED BACKFILL VALVE SIZE + 12" WATER VALVE BOX DETAIL NOT TO SCALE 07/01/19 MCNY-UTIL-WATR-1600 X DIP WATER PIPE BEDDING DETAIL NOT TO SCALE NOTES: 1. ALL PIPE SYSTEMS AND BACKFILL SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600. 2. WATER MAIN PIPE SHALL BE CEMENT LINED DUCTILE IRON PIPE (DIP) PRESSURE CLASS 150, THICKNESS CLASS 52 WITH ASPHALTIC EPOXY TYPE COATING. 3. SUITABLE BACKFILL MATERIAL SHALL BE SAND, GRAVEL, OR 3/4" CRUSHED STONE. d FINAL BACKFILL 80% STANDARD PROCTOR COMPACTED SUITABLE BACKFILL. UNDISTURBED EARTH OR COMPACTED SUBGRADE D MIN. TRENCH WIDTH 1.25 O.D. + 1 FT d = 4" MINIMUM DIP PIPE 1/8" O.D. GRADE 4' MIN. SUITABLE BEDDING X 07/01/19 MCNY-UTIL-WATR-1900 SECTION B-B B B 6" 6" IF CONCRETE OR CONCRETE BLOCK 8" IF BRICK 6" 6" 6" 0.31' VARIES OVER 30" PROVIDE M.H. STEPS 3" 3/8" - 3/4" BROKEN STONE BASE IF DIRECTED BY THE ENGINEER 2'-0" x 2'-0" SQUARE GENERAL CONSTRUCTION NOTES: 1. FOOTER TO BE CONCRETE. 2. INVERT TO BE 4000 PSI CONCRETE. 3. IF WALL CONSTRUCTION IS OTHER THAN CONCRETE, THE WALLS SHALL BE PLASTERED BOTH INSIDE AND OUTSIDE WITH 1/2" THICK CEMENT PLASTER. 4. FRAME AND GRATE TO BE #3193 AS MANUFACTURED BY CAMPBELL FOUNDRY CO., OR APPROVED EQUAL. 5. PROVIDE 3/4" DIAMETER W.I. LADDER RUNGS, 12" O.C. (IF OVER 30" DEEP) 6. EXTERIOR OF ALL CONCRETE SHALL HAVE 2 COATS OF KOPPERS BITUMASTIC #5, OR EQUAL. 7. ALL WORK SHALL BE WATERTIGHT. NOT FOR USE IN PAVED AREAS. YARD INLET DETAIL NOT TO SCALE 07/01/19 MCNY-UTIL-STRM-1400 X FLOW AS REQUIRED FROM BUILDING ROOF LEADER TO STORM SEWER MAIN 18" x 18"x 6" THICK CONCRETE COLLAR REQUIRED IN CONCRETE / PAVED SURFACES SCREW TYPE PLUG W/BRASS CAP AND DEPRESSED NUT CAST-IRON ADAPTER (CAMPBELL # 4153 OR APPROVED EQUAL) IN CONCRETE / PAVED SURFACES 4" HDPE RISER 4" STREET ELBOW - 45° BEND 3/4" CRUSHED STONE 6" OR 8" HDPE (SEE PLAN) 4"x 6" OR 4" x 8" "T" WYE SLOPE 1/4"/FT. MIN. ROOF LEADER CLEANOUT DETAIL NOT TO SCALE X 07/01/19 MCNY-UTIL-STRM-1900 MIN. TRENCH WIDTH (SEE NOTE 3) 6" d = 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE 9" MIN. 9" MIN. MINIMUM COVER SEE NOTE 2. FINAL BACKFILL COMPACTED SUITABLE BACKFILL 3/4" CRUSHED STONE BEDDING UNDISTURBED EARTH OR COMPACTED SUBGRADE COMPACTED SUITABLE CLASS III BEDDING (FOR DRY TRENCH INSTALLATION) D NOTES: 1. ALL PIPE SYSTEMS AND BACKFILL SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321. 2. MINIMUM COVER FOR HDPE PIPES IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR UP TO 60" DIAMETER PIPE. PIPE COVER IS MEASURED FROM TOP OF PIPE TO THE BOTTOM OF FLEXIBLE PAVEMENT, OR TO THE TOP OF RIGID PAVEMENT, OR TO THE GROUND SURFACE. 3. MINIMUM TRENCH WIDTH PER MANUFACTURER'S RECOMMENDATIONS. SPRINGLINE GRADE HDPE PIPE HDPE STORM PIPE BEDDING DETAIL NOT TO SCALE X 07/01/19 MCNY-UTIL-STRM-2302 Date: 2025.03.27 13:15:46-04'00' Digitally signed by Connor Patrick McCormack